导线、水准闭合计算表

1、水准点成果平差表承包单位监：理衡单位：泰日期：2010年03月点号距离（m）实测高差（m）改正数（m）改正后咼高程（m）备注A0407.108722.100-1.3950.001-1.394S025.714315.400-0.1760.000-0.176S035.538179.9000.3220.0000.322S045.8601131.9000.9110.0020.913S08-16.773819.000-1.0900.001-1.089S105.684670.600-0.0980.001-0.097S125.587569.5000.3740.0000.374S145.961673.8000

2、.5660.0010.567BM16.528556.000-0.1050.000-0.105A048-16.423544.3000.0660.0000.066S196.489370.7000.5910.0000.591S20-17.080413.000-0.4750.000-0.475S20-26.605378.1000.9890.0000.989S237.594908.600-0.6620.001-0.661S266.933361.600-0.2110.000-0.211S27-16.722993.800-0.5030.001-0.502GPS216.220677.6000.4740.001

3、0.475S336.695637.3000.0200.0000.020计算：复核:负责人：水准点测量成果表承包单位监：理衡单J-O点号距离（m）实测咼差（m）改正数（m）改正后高差高程（m）备注S356.715345.9000.7210.0000.721BM27.436663.4000.1970.0010.198S40-17.634327.5000.3820.0000.382S428.016482.500-1.4260.000-1.426S446.590920.800-0.4570.001-0.456BM36.134306.8000.2980.0000.298S476.432476.6000.

4、1710.0000.171S47-16.603485.600-0.7060.000-0.706S495.897615.800-0.1310.001-0.130S51-15.767449.100-0.1400.000-0.140S51-25.6271328.2000.2250.0020.227S525.854508.1000.1760.0000.176S52-26.030444.1001.2271.227S547.25718277.600辅助计算f=14mm85.50mm计算：复核:负责人：日期：2010年03月水准点测量成果表承包单位：衡水路监桥理工单位程：有泰限公安土地典厶旺年5丄T工丘测量

5、范围或桩号K77+200-K88+200水准点编号设计高程（m）实测高程（m）测量（mm）容（mm）A0407.1087.1080S025.7115.7143S035.5345.5384S045.8685.860-8S08-16.7636.77310S105.6775.6847S125.5795.5878S145.9565.9615BM16.528A048-16.4096.42314S196.4786.48911S20-17.0827.080-2S20-26.5926.60513S237.5947.5940S266.9336.9330S27-16.7336.722-11GPS216.2256.220-5S336.6996.695-4水准点测量成果表承包单位：衡水路监桥理工单位程：有泰限公安至诚公路工程监测量范围或桩号K77+200-K88+200水准点编号设计高程（m）实测高程（m）测量（mm）容（mm）S356.7176.715-2BM27.436S40-17.634S428.0158.0205S446.5866.5959BM36.139S476.4266.43711S47-16.603S495.89